HomeMy WebLinkAbout94 Cranberry Lane Sewage Disp.SOIL TEST PIT DATA:
TEST PIT .-#1_
GRD. EL. 91.0
EST. HIGH GW. 77.0
FIBRIC
E
LOAMY SAND
2.5Y 5/2
B
LOAMY SAND
10YR 5/8
C-1
LOAMY SAND
2.5Y 6/6
LOAMY SAND
2.5Y 6 3
EL = 85.0
94-
C-3
LOAMY FINE
SAND
2.5Y 6/6
NO G.WATER
EL = 77.0
AUGUST 25, 2005
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: HYDRANT TAG BOLT #336
ELEVATION 88.16
PROFILE: NOT TO SCALE
- CONCRETE COVERS TO WITHIN
EL.= 91.5 6" OF FINISHED GRADE.
SEPTIC TANK
INVERT ELEVATIONS:
5 OUTLETL
DIST. BOX
INDICATES
T ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
_ V OBSERVED
GROUND WATER
Dog
DN INDICATES
DN PERC.
TEST
®INDICATES
UNSUITABLE
MATERIAL
FIRST PIPE LENGTH
TO BE SET LEVEL
FOR MIN. 2'
FINISH GRADE
EL.=89.5-90.0
4' PVC SCH 40�
LEACHING CHAMBER
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
I=G
H
7.5' SEPARATION
` EST. HIGH GROUNDWATER
J
TOP OF FOUNDATION
DATE:
A
8-25-05
6"
TEST BY:
4" INVERT AT SEPTIC TANK (IN)
RON CADALLAC
C
WITNESSED BY:
9„
AMY VON HONE
4" INVERT AT DIST. BOX (IN)
PERC. RATE:
E
8 MIN./INCH
30"
SOIL EVALUATOR
RON CADALLAC
R-40
SOIL CLASS:
4" INVERT AT BEGINNING
1
60"
OF LEACHING CHAMBER
86.50
L. T. A. R.
ELEVATION AT BOTTOM
0.66 G.P.D./SO.FT.
72"
OF LEACHING CHAMBER
AUGUST 25, 2005
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: HYDRANT TAG BOLT #336
ELEVATION 88.16
PROFILE: NOT TO SCALE
- CONCRETE COVERS TO WITHIN
EL.= 91.5 6" OF FINISHED GRADE.
SEPTIC TANK
INVERT ELEVATIONS:
5 OUTLETL
DIST. BOX
INDICATES
T ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
_ V OBSERVED
GROUND WATER
Dog
DN INDICATES
DN PERC.
TEST
®INDICATES
UNSUITABLE
MATERIAL
FIRST PIPE LENGTH
TO BE SET LEVEL
FOR MIN. 2'
FINISH GRADE
EL.=89.5-90.0
4' PVC SCH 40�
LEACHING CHAMBER
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
I=G
H
7.5' SEPARATION
` EST. HIGH GROUNDWATER
J
TOP OF FOUNDATION
93.00
A
4" INVERT AT BUILDING
88.00
B
4" INVERT AT SEPTIC TANK (IN)
87.55
C
4" INVERT AT SEPTIC TANK (OUT)
87.30
D
4" INVERT AT DIST. BOX (IN)
86.80
E
4" INVERT AT DIST. BOX (OUT)
86.63
F
INVERTS AT LEACHING FACILITY:
R-40
••
4" INVERT AT BEGINNING
FRONT 30'
ot
OF LEACHING CHAMBER
86.50
G BREAKOUT 87.0
ELEVATION AT BOTTOM
REAR 20'
DEPTH
OF LEACHING CHAMBER
84.50
H
NO OBSERVED GROUNDWATER
PROPOSED LOT COVERAGE:
1,518± S.F. (67.)
BOTTOM OF HOLE
77.0
J
VARIANCES REQUESTED:
NONE
FLOOR PLANS:
SEE ATTACHED
SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
REINFORCED CONCRETE. SCHEO. 40 PVC OR CAST -IN-PLACE CONCRETE.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER.
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES
4. FILL ALL UNUSED KNOCKOUTS WITH W/ METAL HANDLES BROUGHT
MORTAR. TO 6" OF FINISH GRADE
TEE TO BE UNDER C SRN
M.H. OPENING
10'-6" RAISE M.H W/_
SEWER BRICK e- • . e .:
10'-0' & MORTAR a =e I
NORMAL WATER LEVEL 12-1 rFmL
3'
PRECAST SEPTIC TANK e f 10' 14"
e INLETIT
TEE
O O C-
5'2-
4' -s"
4'-0" MIN. •m eao ON
5'-8" � LIQUID DEPTH (au"T o
.e
N
���: r. ••i .!'.C.' e: -�.. ems:: -. ..e: a _. ee: �.P:
DISTRIBUTION BOX DETAIL:
1
�-3' ' w
I 4'
T
5'-8" 15 1/2"
1
PLAN VIEW c BOTTOM ON LEVEL STABLE BASE �$
6" MIN. 3/4' To
1 1/2" STONE CROSS-SECTION VIEW
LOCUS PLAN: NO SCALE
W. GREAT WESTERN R❑AD
6
DRIFTW❑❑D LN,
LOCUS
GRADE
NOT TO SCALE
NO. OF OUTLETS: 5
- - 1-- 2' WALLS NOTES:
4••+.v:•a..+,v:•v....: v.:•' 2' 1. DIST. BOX TO WITHSTAND H-10 LOADING
TUNLESS UNDER TRAVELED WAYS AVEMENT, DRIVES OR
T WHEREIN H-20 LOADING
ti T15" SHALL APPLY.
i,5' OUTLETS 8" 1 2. PROVIDE INLET TEE OR BAFFLE WHERE
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
�e ee o • ee a oea oe+ T IN PUMPED SYSTEM.
ovA L 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST.
30TTOM ON LEVEL
'STABLE BASE 6' MIN. 3/4" TO BOX TO BE LAID LEVEL.
CROSS-SECTION 1 C USHED 4. ALL PIPE CONNECTIONS AND CONCRETE
STOONENE BASE CONSTRUCTION SHALL BE WATERTIGHT.
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
30 1/2"
ffil
PRECAST DIST.
BOX
7 1/2
PLAN VIEW
BENCHMARK
HYDRANT TAG BOLT
LEACHING DETAIL: NOT TO SCALE
4" PVC 1 1 25.5' -
PIPE
LOCUS
INFORMATION
MAXIMUM,12"MINIMUM
CURRENT OWNER:
FRANCES MASON
° °
TITLE REFERENCE:
DEED BOOK 20578, PAGE 178
0°0
PLAN REFERENCE:
PLAN BOOK 120, PAGE 119
O
ASSESSORS MAP:
118
c o 0 0
PARCEL:
78
ZONING DISTRICT:
R-40
••
SETBACKS:
FRONT 30'
ot
C�
SIDE 20'
UNSUITABLE
REAR 20'
DEPTH
MINIMUM LOT SIZE:
40,000 S.F.
EXISTING LOT AREA:
25,151± S.F.
PROPOSED LOT COVERAGE:
1,518± S.F. (67.)
OVERLAY DISTRICT-
APD
NITROGEN SENSITIVE
ZONE:
NOT A ZONE II
FEMA FLOOD
ZONE DISTRICT:
"C" 7/2/1992
PANEL #250015 0002 D
BENCHMARK
HYDRANT TAG BOLT
LEACHING DETAIL: NOT TO SCALE
4" PVC 1 1 25.5' -
PIPE
29.5
PLAN VIEW - LEACHING CHAMBER
LOAM & SEED DISTURBED AREAS
3
...........aiii
MAX. COMPACTED
FI L 36"
MAXIMUM,12"MINIMUM
0
° °
0 O l�
0°0
3" LAYER
O
O
O
008
c o 0 0
0
Q
0
ASTONE
REMOVE
10
••
• �.
Ctj0
ot
C�
0
UNSUITABLE
DEPTH
C��
0 C� C�
29.5
PLAN VIEW - LEACHING CHAMBER
LOAM & SEED DISTURBED AREAS
3
...........aiii
MAX. COMPACTED
FI L 36"
MAXIMUM,12"MINIMUM
° °
0 O l�
0°0
3" LAYER
34EFFEC.
T
008
c o 0 0
0
Q
0
ASTONE
REMOVE
Ctj0
C� C� C� C�
C�
0
UNSUITABLE
DEPTH
C��
0 C� C�
C�
O
MATERIAL FOR
5' ALL AROUND
1
0 0 0 056"
0
3/4" - 1 1/2 -
/2"WASHED
WASHED STONE
12'-10"
22'-10"
CROSS-SECTION OF CHAMBER
DESIGN CRITERIA:
DESIGN FLOW:
3 BEDROOMS AT110G.P.B./D
330 G.P.D.
REQUIRED SEPTIC TANK:
330 X 200% -
660 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2
MIN./ INCH
LONG TERM APPL. RATE 0,66
G.P.D/S.F.
330 GPD r 0,66 GPD/SF =
500 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
USE 500 GALLON
LEACHING CHAMBERS(3 UNITS)
12',83X2'X29,5'
SIDEWALL = 2(12.83'+29.5') X
2' = 169,3
BOTTOM = 12.83' X 29,5'
= 378A
547S,F,
547 S.F x 0,66 GPD/SF = 361GPD
`,,, I ELEVATION 88.16
/~�C01� ESE\B�?t1N0.
FOjND Bc\HfiLb`\�\\ IOIa (;
/ _/ I \ \\\\ \ O R�
OCT
L�
LOT 17 �-
o w
ON/ / \ \ `� \\ _\\\ EXISTING SEPTIC COMPONENTS
`\\ TO BE PUMPED, CRUSHED &
ON�y / I I \ \�STjNG \ \� `\ ` \ \ \ \\ \ REMOVED FROM SITE IN
f / / W oRT� \ \ \ \6� \\; \ ACCORDANCE WITH TITLE 5.
/ / l �/ / ! r / I .,�ec,T� p`�.��wq y ,` ' ted" �� •�� `�\ � ���w
// /f7 l e�k!v ���-���'�� 'rte l °��
l / CT \ \ r c CRAIG A. u.
l �i _ r r ` / 1 rI I..D
/ aY t:_ 2aa3sa
.trnt
°° .,_ \
\ \\ \\ 9 `
/ EXISTING / 10/y
/ f MOBILE HOME-- \ \ / f / \ 45.4
/(
/ •.��. -
1 \
159.3\T16
UTfpTNG ETe� 145.y f �W 1 i 1 not.t F:e^:t'a Department
E
/92.2
CID
PROPOSED
FOUND TIPPED 3 BEDROOM ��� 91.2'
DWEWNG
_
PROPOSED T.O.F. 93.0 TO
' WORK MUST Lr0 FO ALL TOWN� - � = . - -•- / i ��
LIMITS OF BYLAWS AND G TIM
y �``4' 25.5' a /�
EXCAVATION SZ3, � �/ �
co
5EAND 6ES PROPOSED 00 _\ // nDi `�1'ARMOUTH WATER DEPT
D BOK ! L E
" " PROPOSED
12.83'x29.5' 22, 8 / ! �' f 1
LEACHING S.A.S. oo,` ( OF
PROPOSED `\ 24j29 ` -- 2-3.T'---�Q- 1 1 � MARK D. �c
PLAN VIEW 1500 GALLON \
LOT 15 SEPTIC TANK \ TP#1 f q CIVIL
EXISTING No. 45937
\ � f i
SCALE: 1" = 20 FEET DWELLING TO BE REMOVED ? IST
\ PROPOSED
0 1n an en CT
-\ IYLYP UM-LUNU
64'-2"x23'-8"
4&/z 31oc
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
6. REPLACE ALL EXCAVATED MATERIAL WITH
CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT CLASSES
OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FlLL, UP TO 457
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE 14 SIEVE, SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
100% MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
107-100% MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
0%-207. MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
07-5% MUST PASS #200 SIEVE
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS, THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THS ST4RT OF C.ONSTUi.ilCar.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONFIRM LOCATION & NUMBER OF INVERTS.
INGINEER IS TO BE NOTIFIED OF
iELD CHANGES THAT MAY BE
J"
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
'ROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM
REPAIR/UPGRADE
#94
CRANBERRY LANE
SOUTH YARMOUTH
MASSACHUSETTS
PREPARED FOR:
CRAFTSBURY COMPANY, INC.
LADD KAUTZ
845 MAIN STREET, ROUTE 28
SOUTH YARMOUTH, MA 02664
(508) 760-0500
DATE_ AUGUST 23, 2006
COMP./DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. CAZZOLO / J. M,C, TIN
FILE NO. 915„-SEP.DwG -
-S
DWG NO. 5333-02''
JOB N0. 4-9156.001 'HEET 1 OF 1